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- W2409008873 abstract "A series of centrifuge model shaking tests on the seismic behavior of an anchored sheet pile quay wall was carried out to evaluate the effect of using lightweight backfill. An effective stress seismic analysis model, which is widely used in Japanese design standards for port structures, was used to simulate the results observed in the centrifuge model shaking tests. It was confirmed that lightweight backfill is useful for earthquake strengthening of sheet pile quay walls with shallow embedment depth, reducing not only sheet pile deflection but also backfill surface settlement." @default.
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- W2409008873 date "2006-07-12" @default.
- W2409008873 modified "2023-09-24" @default.
- W2409008873 title "Seismic performance of anchored sheet pile quay wall" @default.
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- W2409008873 doi "https://doi.org/10.1201/noe0415415866.ch164" @default.
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